International Journal of Geomechanics - v. 23, n. 7 (Juli 2023)

Erschienen:	Juli 2023

Autor(en)	Titel	Seite(n)
Hu, Chao / Lei, Ruide / Gu, Qingheng	Application of Supplementary Sampling Method in Slope Reliability Analysis
Biswas, Shibayan / Choudhury, Deepankar	Design Approach for Deeply Embedded Circular Caisson Foundations under Combined Loading
Wu, Shengshen / Zhou, Annan / Li, Jie / Liu, Manlin	Deviatoric Creep Effect of Unsaturated Soil during Shearing under Different Suctions and Stress Histories
Wang, Shuying / Zhan, Yongjie / Qu, Tongming / Qiu, Tong / Wang, Haibo	Effect of Gradation on Undrained Compressibility of Foam-Conditioned Coarse-Grained Soils
Park, Su Han / Lee, Joon Kyu	Effect of Preloading with Consolidation on the Undrained Bearing Capacity of Ring Foundations
Li, Xinming / Liang, Zekun / Ren, Kebin / Yin, Song / Sun, Yuzhou	Effect of Static and Dynamic Methods of Compaction on Mechanical Properties of Silt
Singam, Naresh Kumar / Chatterjee, Santiram	Effect of Torsion on Failure Mechanism and Undrained Horizontal Capacity of Tripod Bucket Foundations in Clay
Isakov, Alexander / Bukhov, Stepan	Estimation of the Height of Frost Heaving of Clayey Soil of the Subgrade in a Closed System of Freezing
Chen, Ren-Peng / Liu, Qi-Wei / Wang, Han-Lin / Yin, Zhen-Yu / Wu, Huai-Na / Wang, Pei / Meng, Fanyan	Evolution of the Soil Arching Effect in a Pile-Supported Embankment Considering the Influence of Particle Breakage
Cao, Yupeng / Zhang, Rui / Bian, Xia / Weng, Jiaxing / Yao, Da	Field Test Verification and Consolidation Model of a Sand-Doped Soft Soil Foundation with Vacuum Pressure
Shwan, Bestun J.	Hydromechanical Hysteresis Effect-Induced Bearing Capacity Variations for Unsaturated Sand
Liu, Donghai / Yang, Jiaqi	Influences of Paraffin-Based Phase Change Material on Soil Engineering Properties
Jas, Kaushik / Dodagoudar, G. R.	Liquefaction Potential Assessment of Soils Using Machine Learning Techniques: A State-of-the-Art Review from 1994–2021
Cherati, Davood Yazdani / Ghasemi-Fare, Omid	A Lode-Dependent Failure and Yield Criterion for Cohesive and Noncohesive Materials
Liu, Xiang / Zhang, Rui / Jiang, Annan / Fang, Qian / Ma, Xuebo	Mechanical Behaviors and Soil Gap Formation of Existing Pipeline Based on Large-Deformation Theory
Kouklanifar, Mehdi	A New Analytical Approach for Determination of the Bearing Capacity of a Strip Foundation on a Granular Trench
Asadizadeh, Mostafa / Moosavi, Mahdi / Hossaini, Mohammad Farouq / Hedayat, Ahmadreza / Sherizadeh, Taghi / Masoumi, Hossein	Numerical Modeling of Rock Blocks with Nonpersistent Rough Joints Subjected to Uniaxial Compressive and Shear Loadings
Zhang, Xiao-Qian / Li, Ming-Guang / Chen, Jin-Jian	One-Dimensional Reverse Consolidation Model for Basal Soil from Deep Excavation Based on the Continuous Drainage Boundary
Peng, Jun-guo / Vahedifard, Farshid	Passive and Active Earth Pressures in Unsaturated Soils under Transient Flow Using a Curved Failure Mechanism
Majidi, Arman / Yazdi, Maryam	Physical Modeling of the Effect of Using Scaled Geosynthetic Reinforcements on Bearing Capacity and Settlement of Strip Footing
Cheng, Xinting / Vanapalli, Sai K.	Prediction of the End-Bearing Capacity of Axially Loaded Piles in Saturated and Unsaturated Soils Based on the Stress Characteristics Method
Ren, Ting / Zhang, Hailong / Guo, Yuancheng / Tang, Yang / Okubo, Seisuke	Real-Time Estimation Method for Tunnel-Excavated Rock Strength Based on TBM Parameters
Amrioui, Juba / Le Kouby, Alain / Duc, Myriam / Guedon, Jeanne-Sylvine / Lansac, François	Relationship between Porosity and Water Permeability for Deep Soil Mixing Material
Liu, Yibiao / Ren, Weizhong	Reliability Analyses of Soil Slopes with Multiple Spatially Varying Parameters Using Multi-Input Convolutional Neural Networks
Li, Chengfeng / Zhang, Haiyang / Liu, Run / Liang, Chao / Su, Chunyang	Research on the Influence of Spudcan Penetration and Extraction on Adjacent Platform Piles in Sand
Ou, Xue-feng / Zhang, Xue-Min / Feng, Han / Zhang, Cong / Wang, Shu-Ying / Zhou, Xian-shun / Wang, Zi-xin	Response of Metro Tunnels to Adjacent Diaphragm Wall Construction in Shenzhen Granite Residual Soil
Pirouz, Mojgan / Arabani, Mahyar	Rough Set Theory–Based Multiagent Optimization for Enhanced Treatment of Expansive Soils
Peng, Bo / Feng, Ruiling / Wu, Lijian / Wei, Kang / Wang, Pengcheng	Settlement Calculation Method for Peat Soil Foundations
Yang, Junchao / Xia, Yuanyou / Chen, Wudi / Zhang, Lei / Li, Lihua	Shear Behavior of Silty Clay–Concrete Interface Based on Large-Scale Direct Shear Test
Wang, Zhaohui / Yang, Shengli / Tang, Yuesong / Sun, Wenchao / Shui, Yanting	A Stress Rotation–Based Method for Improving Roof Stability of a Deep Longwall Panel
Roy, Suman / Rajesh, Sathiyamoorthy	Tensile Strength Framework for Unsaturated Coarse- and Fine-Grained Soils

Autor(en)

Titel

Seite(n)

Hu, Chao / Lei, Ruide / Gu, Qingheng

Application of Supplementary Sampling Method in Slope Reliability Analysis

Biswas, Shibayan / Choudhury, Deepankar

Design Approach for Deeply Embedded Circular Caisson Foundations under Combined Loading

Wu, Shengshen / Zhou, Annan / Li, Jie / Liu, Manlin

Deviatoric Creep Effect of Unsaturated Soil during Shearing under Different Suctions and Stress Histories

Wang, Shuying / Zhan, Yongjie / Qu, Tongming / Qiu, Tong / Wang, Haibo

Effect of Gradation on Undrained Compressibility of Foam-Conditioned Coarse-Grained Soils

Park, Su Han / Lee, Joon Kyu